UPGRADE ENTRANCES AND VESTIBULES BLDG. 1 DRAWINGS.pdf
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- Solicitation number
- 12905B20R0024
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This federal solicitation seeks qualified contractors to provide upgrades to HVAC systems and building entrances and vestibules. CLIN 001 involves replacing HVAC units 1, 2 and 3 at Building 2 Annex. CLIN 002, contingent on funding availability, includes demolishing and rebuilding entry vestibules on the east and west sides of Building 1. The work is to be completed within 240 calendar days of notice to proceed at the Northwest Irrigation & Soils Research Lab in Kimberly, Idaho. The total value is estimated between $250,000-$500,000. The solicitation is reserved 100% for small businesses. Interested parties must register on SAM.gov and attend an organized site visit on July 14, 2020. Questions must be submitted in writing by the specified deadline.
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UPGRADE ENTRANCES AND VESTIBULES, BLDG. 1
NORTHWEST IRRIGATION & SOILS RESEARCH LAB
AGRICULTURAL RESEARCH SERVICE
U.S. DEPARTMENT OF AGRICULTURE
KIMBERLY, ID
USDA
LOCATION
PROJECT
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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CO
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USDA AGRICULTURAL RESEARCH SERVICE
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UPGRADE ENTRANCES AND VESTIBULES, BLDG. 1
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NORTHWEST IRRIGATION & SOILS RESEARCH LAB
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KIMBERLY, ID
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TITLE SHEET
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NORTHWEST IRRIGATION
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& SOILS RESEARCH LAB
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KIMBERLY, ID
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P-XXX
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RIDENOUR
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BJORNEBERG
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DRAWING NO.
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INDEX OF DRAWINGS
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SHEET NO.
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TITLE
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T101 S100 AD101 AD102 AD301 A101 A201 A301 A501 A601 ED101 E101
AutoCAD SHX Text TITLE SHEET STRUCTURAL NOTES DEMO FLOOR PLANS EXISTING EQUIPMENT CONDITIONS DEMO SECTIONS PROPOSED FLOOR PLANS PROPOSED ELEVATIONS PROPOSED BUILDING SECTIONS DETAILS SCHEDULES ELECTRICAL PLAN DEMO PROPOSED ELECTRICAL PLANS
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AutoCAD SHX Text GENERAL NOTE: THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PERFORMING WORK OR FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR RESOLUTION BEFORE PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.
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POCATELLO
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IDAHO FALLS
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KIMBERLY
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BOISE
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BUILDING 2
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BUILDING 1
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BUILDING 5
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NORTHWEST IRRIGATION & SOILS RESEARCH LAB 3793 N. 3600 E. KIMBERLY, ID
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BUILDING 4
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BUILDING 3
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SHOP
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AGRICULTURE
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SIMILAR FOR SOUTH
WEST VESTIBULE
JOIST LEDGE DETAIL
STUD FRAMING DETAIL
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ISOMETRIC OF NORTH WEST
VESTIBULE STRUCTURE
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REAL PROPERTY
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USDA
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BY
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AGRICULTURAL RESEARCH SERVICE
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DESIGNER
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PROJECT MANAGER
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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CO
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USDA AGRICULTURAL RESEARCH SERVICE
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UPGRADE ENTRANCES AND VESTIBULES, BLDG. 1
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NORTHWEST IRRIGATION & SOILS RESEARCH LAB
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KIMBERLY, ID
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STRUCTURAL NOTES
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NORTHWEST IRRIGATION
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KIMBERLY, ID
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P-XXX
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RIDENOUR
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BJORNEBERG
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WILLIAMS
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CONTINUOUS TRACK, CLIP AT EACH STUD
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JOIST (600S162- 54), (UNO)
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STUD
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(2) #10 SCREWS
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SHEATHING
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JOIST
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FACE OF ARCHITECTURAL INFILL STUDS
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CONTINUOUS BASETRACK (EXCLUDING DOORS)
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STUD
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#10 SCREWS
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DRIVING PIN (0.17" , MIN)AND WASHER WITH 1-1/4" PENETRATION AT 4" OC
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WEB STIFFENER (TYP)
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BOXED HEADER
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(4)#8 24" OC AND 3" FROM END MAX
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KING STUD
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JACK STUD ATTACHED TO KING STUD @ 24" OC MAX
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(4)#8 24" OC AND 3" FROM END MAX
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CLIP ANGLE WITH (3)#8 EA LEG
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STUD TRACK
AutoCAD SHX Text STRUCTURAL DESIGN CRITERIA D-1 CODES: CODES: INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. G-2 THE STRUCTURE IS DESIGNED TO BE VIABLE IN ITS FINAL, FULLY ERECTED CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND THE STRUCTURE IS DESIGNED TO BE VIABLE IN ITS FINAL, FULLY ERECTED CONFIGURATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF THE BUILDING AND ITS COMPONENT PARTS DURING THE CONSTRUCTION PHASE OF THE PROJECT. G-3 THE EXTENT OF UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING CONSTRUCTION DURING THE WORK. THE EXTENT OF UTILITIES IS UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING CONSTRUCTION DURING THE WORK. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE CONTRACTING NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE CONTRACTING OFFICER AND STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT, BRING THE CONFLICT TO THE ATTENTION OF THE CONTRACTING OFFICER. G-8 MANUFACTURER'S REPRESENTATIVE SHALL APPROVE AND INSPECT INSTALLATION OF ANY AND ALL MECHANICAL/ELECTRICAL/BUILDING EQUIPMENT TO ENSURE INSTALLATION MANUFACTURER'S REPRESENTATIVE SHALL APPROVE AND INSPECT INSTALLATION OF ANY AND ALL MECHANICAL/ELECTRICAL/BUILDING EQUIPMENT TO ENSURE INSTALLATION ALLOWS FOR REQUIRED OPERATION/MAINTENANCE AND DOES NOT VOID EQUIPMENT WARRANTY. G-9 USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR IN PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR IN PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. G-10 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW. LIGHT GAUGE METAL FRAMING L-1 THE DESIGN OF THE LIGHT GAUGE METAL FRAMING CONFORMS TO THE "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," (AISI). THE DESIGN OF THE LIGHT GAUGE METAL FRAMING CONFORMS TO THE "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," (AISI). L-2 MATERIALS: STUDS, RUNNERS, BRIDGING, BRACING AND ANGLES SHALL MEET THE REQUIREMENTS OF ASTM C955 WITH A MINIMUM YIELD STRENGTH OF 33 KSI. STUDS 16 MATERIALS: STUDS, RUNNERS, BRIDGING, BRACING AND ANGLES SHALL MEET THE REQUIREMENTS OF ASTM C955 WITH A MINIMUM YIELD STRENGTH OF 33 KSI. STUDS 16 GA AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. L-3 "C" SHAPED STUDS AND JOISTS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 5/8 INCH AND RUNNERS SHALL HAVE A MINIMUM OUTSTANDING LEG OF 1 1/4 INCH. "C" SHAPED STUDS AND JOISTS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 5/8 INCH AND RUNNERS SHALL HAVE A MINIMUM OUTSTANDING LEG OF 1 1/4 INCH. L-4 STRUCTURAL PROPERTIES SHALL BE COMPUTED IN ACCORDANCE WITH "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." STRUCTURAL PROPERTIES SHALL BE COMPUTED IN ACCORDANCE WITH "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." L-5 IN ADDITION TO THE DETAILING ON THE DRAWINGS, PROVIDE RUNNERS, BLOCKING, LINTELS, CLIP ANGLES, BRACING, STIFFENERS, FASTENERS AND OTHER ACCESSORIES AS IN ADDITION TO THE DETAILING ON THE DRAWINGS, PROVIDE RUNNERS, BLOCKING, LINTELS, CLIP ANGLES, BRACING, STIFFENERS, FASTENERS AND OTHER ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. L-6 LIGHT GAUGE MEMBERS SHALL HAVE A G60 ZINC COATING MEETING ASTM A653/A653M. WELDS SHALL BE TOUCHED UP WITH A ZINC RICH PROTECTIVE PAINT FOR LIGHT GAUGE MEMBERS SHALL HAVE A G60 ZINC COATING MEETING ASTM A653/A653M. WELDS SHALL BE TOUCHED UP WITH A ZINC RICH PROTECTIVE PAINT FOR CORROSION RESISTANCE. L-7 ALL MEMBERS SHALL BE FULL LENGTH. NO SPLICING PERMITTED UNLESS SPECIFICALLY DETAILED.ALL MEMBERS SHALL BE FULL LENGTH. NO SPLICING PERMITTED UNLESS SPECIFICALLY DETAILED.
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DEMO FLOOR PLAN SOUTHWEST VESTIBULE
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USDA
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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AutoCAD SHX Text A. CONTRACTOR SHALL FIELD VERIFY ALL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER. B. ALL UTILITIES AFFECTED BY DEMOLITION ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE REINSTALLED IN THE WORK OR CAPPED AND TERMINATED IN ACCORDANCE WITH CODES. C. CONTRACTOR SHALL PROVIDE TEMPORARY CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL SUPPORTS FOR EXISTING CONSTRUCTION DURING THE WORK (IF REQUIRED). D. THE VESTIBULES CAN BE RENOVATED THE VESTIBULES CAN BE RENOVATED SIMULTANEOUSLY EXCEPT THE TWO WEST VESTIBULES SHALL BE RENOVATED SEPARATELY (ONE WEST VESTIBULE TO REMAIN AVAILABLE TO THE GOVERNMENT AT ALL TIMES). E. CONTRACTOR TO PROVIDE TEMPORARY CONTRACTOR TO PROVIDE TEMPORARY ENCLOSURE TO SEPARATE WORK AREA FROM BUILDING USERS. TEMPORARY ENCLOSURE SHALL BE CONSTRUCTED OUT OF MATERIALS THAT CAN BE LOCKED FOR BUILDING SECURITY AFTER HOURS. TEMPORARY ENCLOSURE SHALL ALSO PROVIDE A WEATHER TIGHT SEAL TO SEPARATE INTERIOR AND EXTERIOR ENVIRONMENTS. PROVIDE DUST CONTROL TO ENSURE WORK AREA IS SEPARATED FROM INTERIOR HVAC SYSTEM. COORDINATE WITH OWNER ON LOCATION AND SECURITY MEASURES. F. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR SHALL ENSURE THAT PERSONNEL CAN EGRESS THROUGH EACH VESTIBULE IN THE EVENT OF FIRE OR EMERGENCY.
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1. DISMANTLE AND REMOVE EXISTING DISMANTLE AND REMOVE EXISTING HYDRONIC CABINET HEATER. DISCONNECT AND CAP EXISTING HYDRONIC PIPING. 2. PATCH AND REPAIR WALL BEHIND UNIT TO PATCH AND REPAIR WALL BEHIND UNIT TO MATCH EXISTING FINISH LEVEL AND PAINT. 3. CONTRACTOR TO COORDINATED REMOVAL CONTRACTOR TO COORDINATED REMOVAL AND INSTALLATION OF UPDATED ACCESS CONTROL SYSTEMS EQUIPMENT WITH JOHNSON/TYCO FIRE & SECURITY GROUP. JCI CONTACT IS PETER PETRONI, EMAIL: PETER.PETRONI@JCI.COM, PHONE 1-208-914-2099.
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KEYED NOTES:GENERAL DEMO NOTES:
COR
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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CO
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USDA AGRICULTURAL RESEARCH SERVICE
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UPGRADE ENTRANCES AND VESTIBULES, BLDG. 1
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NORTHWEST IRRIGATION & SOILS RESEARCH LAB
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KIMBERLY, ID
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EXISTING EQUIPMENT CONDITIONS
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NORTHWEST IRRIGATION
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RIDENOUR
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1. EXIT SIGN SHALL BE REMOVED, STORED EXIT SIGN SHALL BE REMOVED, STORED AND RE-INSTALLED. SEE ELECTRICAL. 2. REMOVE INTERIOR WALL, WOOD PANELING, REMOVE INTERIOR WALL, WOOD PANELING, WINDOW FRAME AND GLAZING. 3. CONTRACTOR TO COORDINATE REMOVAL CONTRACTOR TO COORDINATE REMOVAL AND INSTALLATION OF UPDATED ACCESS CONTROL SYSTEMS EQUIPMENT WITH JOHNSON/TYCO FIRE & SECURITY GROUP. JCI CONTACT IS PETER PETRONI, EMAIL: PETER.PETRONI@JCI.COM, PHONE 1-208-914-2099. 4. WIRE MOLD ON WALL TO REMAIN UNLESS WIRE MOLD ON WALL TO REMAIN UNLESS REMOVAL IS NECESSARY FOR DEMOLITION OR NEW CONSTRUCTION. RE-INSTALL AND RE-ROUTE AS NECESSARY 5. REMOVE STEEL STOREFRONT SYSTEM, REMOVE STEEL STOREFRONT SYSTEM, DOOR AND GLAZING, PROVIDE OWNER WITH DOOR HARDWARE.
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A. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER. B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE REINSTALLED IN THE WORK OR CAPPED AND ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE REINSTALLED IN THE WORK OR CAPPED AND TERMINATED IN ACCORDANCE WITH CODES. C. CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL SUPPORTS FOR EXISTING CONSTRUCTION DURING CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL SUPPORTS FOR EXISTING CONSTRUCTION DURING THE WORK (IF REQUIRED). D. THE VESTIBULES CAN BE RENOVATED SIMULTANEOUSLY EXCEPT THE TWO WEST VESTIBULES SHALL BE THE VESTIBULES CAN BE RENOVATED SIMULTANEOUSLY EXCEPT THE TWO WEST VESTIBULES SHALL BE RENOVATED SEPARATELY (ONE WEST VESTIBULE TO REMAIN AVAILABLE TO THE GOVERNMENT AT ALL TIMES). E. CONTRACTOR TO PROVIDE TEMPORARY ENCLOSURE TO SEPARATE WORK AREA FROM BUILDING USERS. CONTRACTOR TO PROVIDE TEMPORARY ENCLOSURE TO SEPARATE WORK AREA FROM BUILDING USERS. TEMPORARY ENCLOSURE SHALL BE CONSTRUCTED OUT OF MATERIALS THAT CAN BE LOCKED FOR BUILDING SECURITY AFTER HOURS. TEMPORARY ENCLOSURE SHALL ALSO PROVIDE A WEATHER TIGHT SEAL TO SEPARATE INTERIOR AND EXTERIOR ENVIRONMENTS. PROVIDE DUST CONTROL TO ENSURE WORK AREA IS SEPARATED FROM INTERIOR HVAC SYSTEM. COORDINATE WITH OWNER ON LOCATION AND SECURITY MEASURES. F. THE CONTRACTOR SHALL ENSURE THAT PERSONNEL CAN EGRESS THROUGH EACH VESTIBULE IN THE THE CONTRACTOR SHALL ENSURE THAT PERSONNEL CAN EGRESS THROUGH EACH VESTIBULE IN THE EVENT OF FIRE OR EMERGENCY.
GRAPHIC SCALE
DEMO BUILDING SECTION NORTHWEST VESTIBULE
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DEMO BUILDING SECTION NORTHEAST VESTIBULE
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(SOUTHEAST VESTIBULE SIMILAR)
GENERAL DEMO NOTES:
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DEMO WALL SYSTEM TO SLAB
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DEMO ROOF SYSTEM AND STRUCTURE
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DEMO HOLLOW METAL STEEL FRAME DOOR AND WINDOW SYSTEM
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DEMO WINDOW SYSTEM
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DEMO HOLLOW METAL STEEL FRAME DOOR AND WINDOW SYSTEM
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PATCH AND REPAIR CEILING PRIOR TO INSTALLATION OF NEW BULKHEAD
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REMOVE WALL SYSTEM, DOOR, AND GLAZING UNIT
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COORDINATE REMOVAL OF ACCESS CONTROL SYSTEM WITH OWNER OR OWNER'S REPRESENTATIVE
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PATCH AND REPAIR ADJACENT WALL PRIOR TO INSTALLATION OF NEW STOREFRONT SYSTEM
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EXISTING LINTEL AND MASONRY TO REMAIN; PROTECT DURING THE WORK
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EXISTING LINTEL AND MASONRY TO REMAIN; PROTECT DURING THE WORK
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DEMO VINYL WALL BASE, PREP WALL FOR NEW VINYL WALL BASE TO BE INSTALLED
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DEMO VINYL WALL BASE
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DEMO WALL BEYOND
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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DEMO SECTIONS
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A. CONTRACTOR SHALL FIELD VERIFY ALL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER. B. ALL UTILITIES AFFECTED BY DEMOLITION ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE REINSTALLED IN THE WORK OR CAPPED AND TERMINATED IN ACCORDANCE WITH CODES. C. CONTRACTOR SHALL PROVIDE TEMPORARY CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL SUPPORTS FOR EXISTING CONSTRUCTION DURING THE WORK (IF REQUIRED). D. THE VESTIBULES CAN BE RENOVATED THE VESTIBULES CAN BE RENOVATED SIMULTANEOUSLY EXCEPT THE TWO WEST VESTIBULES SHALL BE RENOVATED SEPARATELY (ONE WEST VESTIBULE TO REMAIN AVAILABLE TO THE GOVERNMENT AT ALL TIMES). E. CONTRACTOR TO PROVIDE TEMPORARY CONTRACTOR TO PROVIDE TEMPORARY ENCLOSURE TO SEPARATE WORK AREA FROM BUILDING USERS. TEMPORARY ENCLOSURE SHALL BE CONSTRUCTED OUT OF MATERIALS THAT CAN BE LOCKED FOR BUILDING SECURITY AFTER HOURS. TEMPORARY ENCLOSURE SHALL ALSO PROVIDE A WEATHER TIGHT SEAL TO SEPARATE INTERIOR AND EXTERIOR ENVIRONMENTS. PROVIDE DUST CONTROL TO ENSURE WORK AREA IS SEPARATED FROM INTERIOR HVAC SYSTEM. COORDINATE WITH OWNER ON LOCATION AND SECURITY MEASURES. F. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR SHALL ENSURE THAT PERSONNEL CAN EGRESS THROUGH EACH VESTIBULE IN THE EVENT OF FIRE OR EMERGENCY.
FLOOR PLAN SOUTHWEST VESTIBULE
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KEY PLAN
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EXISTING HEATER
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EXISTING MOTION SENSOR
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PROVIDE NEW RUBBER SHEET FLOORING
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REINSTALL MAGNETIC CARD READER
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SIM.
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SIM. OPPOSITE HAND
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SIM.
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PROVIDE SLAB MOUNTED FLOOR BUMPER STOP (SEE SPECS)
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REINSTALL MOTION SENSOR AT 48" AFF
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REINSTALL CEILING MOUNTED EXIT LIGHT
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PROVIDE NEW RUBBER SHEET FLOORING
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REINSTALL MAGNETIC CARD READER
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PROVIDE NEW ALUMINUM STOREFRONT AND DOOR SYSTEM
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PROVIDE SLAB MOUNTED FLOOR BUMPER STOP (SEE SPECS)
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REINSTALL MAGNETIC CARD READER
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REINSTALL MOTION SENSOR AT 48" AFF
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REINSTALL WIRE MOLD TO LOCK
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PROVIDE NEW RUBBER SHEET FLOORING
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PROVIDE NEW ALUMINUM STOREFRONT AND DOOR SYSTEM
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PROVIDE SLAB MOUNTED FLOOR BUMPER STOP (SEE SPECS)
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EXISTING HEATER
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PROVIDE NEW RUBBER SHEET FLOORING
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ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
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AGRICULTURE
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
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NEW NORTH ELEVATION SOUTHWEST VESTIBULE
A201
NEW WEST ELEVATION SOUTHWEST VESTIBULE
A201
NEW SOUTH ELEVATION SOUTHWEST VESTIBULE
A201
NEW EAST EXTERIOR ELEVATION NORTHEAST VESTIBULE
A201
NEW EAST INTERIOR ELEVATION NORTHEAST VESTIBULE
A201
GRAPHIC SCALE
GENERAL NOTES:
(SOUTHEAST VESTIBULE SIMILAR)(SOUTHEAST VESTIBULE SIMILAR)
(NORTHWEST VESTIBULE OPPOSITE HAND) (NORTHWEST VESTIBULE SIMILAR) (NORTHWEST VESTIBULE OPPOSITE HAND)
AutoCAD SHX Text
ALUMINUM WINDOW
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ALUMINUM WINDOW
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ALUMINUM WINDOW
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EIFS SYSTEM COLOR TO MATCH EXISTING BRICK
AutoCAD SHX Text
FRONT EDGE OF ROOF (LOW SIDE) AND ALUMINUM DRIP EDGE BEHIND GUTTER
AutoCAD SHX Text
BACK EDGE OF ROOF (HIGH SIDE)
AutoCAD SHX Text
METAL PARAPET CAP BEYOND
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METAL PARAPET CAP, MATCH EXISTING COLOR
AutoCAD SHX Text
EIFS SYSTEM COLOR TO MATCH EXISTING BRICK
AutoCAD SHX Text
METAL PARAPET CAP, MATCH EXISTING COLOR
AutoCAD SHX Text
NEW STEEL DOOR AND FRAME, PAINT TO MATCH EXISTING
AutoCAD SHX Text
METAL PARAPET CAP, MATCH EXISTING COLOR
AutoCAD SHX Text
EIFS SYSTEM COLOR TO MATCH EXISTING BRICK
AutoCAD SHX Text
ROOF SURFACE BEYOND WALL (SLOPE 1/2:12)
AutoCAD SHX Text
NEW EXTERIOR LIGHT (SEE ELECTRICAL)
AutoCAD SHX Text
RAIN GUARD
AutoCAD SHX Text 4"x4" ALUMINUM GUTTER
AutoCAD SHX Text 3"x3" ALUMINUM DOWNSPOUT
AutoCAD SHX Text 4"x4" ALUMINUM GUTTER
AutoCAD SHX Text 3"x3" ALUMINUM DOWNSPOUT
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CONCRETE SPLASHBLOCK
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NEW ALUMINUM STOREFRONT SYSTEM
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NEW ALUMINUM STOREFRONT SYSTEM
AutoCAD SHX Text
NEW BULKHEAD
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COR
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REVISIONS
AutoCAD SHX Text Agricultural
AutoCAD SHX Text Service
AutoCAD SHX Text Research
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DESCRIPTION
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SHEET
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DATE
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FIRM
AutoCAD SHX Text U
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NO.
AutoCAD SHX Text D
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EPM
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REAL PROPERTY
AutoCAD SHX Text A
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DATE
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PROJECT NO.
AutoCAD SHX Text S
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USDA
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BY
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AGRICULTURAL RESEARCH SERVICE
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OF
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THE
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DESIGNER
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PROJECT MANAGER
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JOB #
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CHECKED BY
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A-E FIRM
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P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
CO
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
UPGRADE ENTRANCES AND VESTIBULES, BLDG. 1
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NORTHWEST IRRIGATION & SOILS RESEARCH LAB
AutoCAD SHX Text
KIMBERLY, ID
AutoCAD SHX Text
PROPOSED ELEVATIONS
AutoCAD SHX Text A201
AutoCAD SHX Text 7 12
AutoCAD SHX Text 12/13/19
AutoCAD SHX Text
JGM
AutoCAD SHX Text
JTP
AutoCAD SHX Text
DRL
AutoCAD SHX Text
NORTHWEST IRRIGATION
AutoCAD SHX Text
& SOILS RESEARCH LAB
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KIMBERLY, ID
AutoCAD SHX Text
P-XXX
AutoCAD SHX Text 1519-A
AutoCAD SHX Text
RIDENOUR
AutoCAD SHX Text
XXXXX
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BJORNEBERG
AutoCAD SHX Text
WILLIAMS
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SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 5'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
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AutoCAD SHX Text 3'
AutoCAD SHX Text A. CONTRACTOR SHALL FIELD VERIFY ALL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER. B. ALL EXTERIOR WINDOWS ARE TO BE ALL EXTERIOR WINDOWS ARE TO BE TINTED. SEE GLAZING SPECS. C. PROVIDE PAINT FINISH FOR ALL SURFACES PROVIDE PAINT FINISH FOR ALL SURFACES WITHOUT FACTORY FINISH.
AutoCAD SHX Text J
AutoCAD SHX Text A
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AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text L
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AutoCAD SHX Text T
AutoCAD SHX Text A
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AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
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AutoCAD SHX Text S
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O.
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AutoCAD SHX Text G
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AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text A
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AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
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AGRICULTURE
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
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AutoCAD SHX Text C
AutoCAD SHX Text E
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NEW BUILDING SECTION SOUTHWEST VESTIBULE
A301
NEW BUILDING SECTION SOUTHWEST VESTIBULE
A301
NEW BUILDING SECTION NORTHEAST VESTIBULE
A301
GRAPHIC SCALE
GENERAL NOTES:
(NORTHWEST VESTIBULE SIMILAR) (NORTHWEST VESTIBULE OPPOSITE HAND) (SOUTHEAST VESTIBULE SIMILAR)
AutoCAD SHX Text
NEW ALUMINUM STOREFRONT ENTRANCE SYSTEM WITH INSULATED GLASS UNITS
AutoCAD SHX Text
NEW STUD WALL
AutoCAD SHX Text
NEW ALUMINUM STOREFRONT ENTRANCE SYSTEM WITH INSULATED GLASS UNITS
AutoCAD SHX Text NOTE: COORDINATE WITH OWNER : COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE FOR REINSTALLATION OF ACCESS CONTROL SYSTEM
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PATCH, REPAIR, AND PAINT EXISTING WALL TO MATCH ADJACENT AT EACH SIDE
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SEALANT
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CONTINUOUS SEALANT EACH SIDE
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NEW 4" VINYL WALL BASE, MATCH EXISTING
AutoCAD SHX Text
NEW RUBBER SHEET FLOORING
AutoCAD SHX Text
NEW INSULATED DOOR AND FRAME
AutoCAD SHX Text NOTE: COORDINATE WITH OWNER : COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE FOR REINSTALLATION OF ACCESS CONTROL SYSTEM
AutoCAD SHX Text
NEW 4" VINYL WALL BASE
AutoCAD SHX Text
NEW RUBBER SHEET FLOORING
AutoCAD SHX Text
NEW ALUMINUM WINDOW WITH INSULATED GLASS UNIT
AutoCAD SHX Text
NEW INSULATED METAL DOOR AND FRAME
AutoCAD SHX Text NEW 1" EIFS OVER 1/2" EXTERIOR GRADE PLYWOOD OVER GALVANIZED STEEL SHEET ON 6" METAL STUDS (SEE STRUCTURAL FOR DESIGN OF METAL STUDS AND SHEET METAL PANEL)
AutoCAD SHX Text 10'-4"
AutoCAD SHX Text
T.O. METAL STUD WALL
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text
NEW 4" VINYL WALL BASE
AutoCAD SHX Text
NEW RUBBER SHEET FLOORING
AutoCAD SHX Text
NEW ALUMINUM WINDOW WITH INSULATED GLASS UNIT
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text
OPPOSITE HAND
AutoCAD SHX Text
ALUMINUM DRIP EDGE
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text
OPPOSITE HAND
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text
OPPOSITE HAND
AutoCAD SHX Text A601
AutoCAD SHX Text
AutoCAD SHX Text A601
AutoCAD SHX Text
AutoCAD SHX Text A601
AutoCAD SHX Text
AutoCAD SHX Text A601
AutoCAD SHX Text
AutoCAD SHX Text 4"x4" ALUMINUM GUTTER
AutoCAD SHX Text 12"Wx6"H TRANSFER GRILLE, EACH SIDE (EQUAL TO "NAILER 5145H")
AutoCAD SHX Text A501
AutoCAD SHX Text
AutoCAD SHX Text 12"Wx6"H TRANSFER GRILLE, EACH SIDE (EQUAL TO "NAILER 5145H")
AutoCAD SHX Text 12"Wx6"H TRANSFER GRILLE, EACH SIDE (EQUAL TO "NAILER 5145H")
AutoCAD SHX Text
COR
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text Agricultural
AutoCAD SHX Text Service
AutoCAD SHX Text Research
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DATE
AutoCAD SHX Text c
AutoCAD SHX Text P.A.
AutoCAD SHX Text
FIRM
AutoCAD SHX Text U
AutoCAD SHX Text
NO.
AutoCAD SHX Text D
AutoCAD SHX Text
EPM
AutoCAD SHX Text
REAL PROPERTY
AutoCAD SHX Text A
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text S
AutoCAD SHX Text
USDA
AutoCAD SHX Text
BY
AutoCAD SHX Text
AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
OF
AutoCAD SHX Text
THE
AutoCAD SHX Text
DESIGNER
AutoCAD SHX Text
PROJECT MANAGER
AutoCAD SHX Text
JOB #
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text
A-E FIRM
AutoCAD SHX Text
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
AutoCAD SHX Text Johnson M Adams
AutoCAD SHX Text
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
AutoCAD SHX Text
CO
AutoCAD SHX Text
USDA AGRICULTURAL RESEARCH SERVICE
AutoCAD SHX Text
UPGRADE ENTRANCES AND VESTIBULES, BLDG. 1
AutoCAD SHX Text
NORTHWEST IRRIGATION & SOILS RESEARCH LAB
AutoCAD SHX Text
KIMBERLY, ID
AutoCAD SHX Text
PROPOSED BUILDING SECTIONS
AutoCAD SHX Text A301
AutoCAD SHX Text 8 12
AutoCAD SHX Text 12/13/19
AutoCAD SHX Text
JGM
AutoCAD SHX Text
JTP
AutoCAD SHX Text
DRL
AutoCAD SHX Text
NORTHWEST IRRIGATION
AutoCAD SHX Text
& SOILS RESEARCH LAB
AutoCAD SHX Text
KIMBERLY, ID
AutoCAD SHX Text
P-XXX
AutoCAD SHX Text 1519-A
AutoCAD SHX Text
RIDENOUR
AutoCAD SHX Text
XXXXX
AutoCAD SHX Text
BJORNEBERG
AutoCAD SHX Text
WILLIAMS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 5'
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1'
AutoCAD SHX Text 3'
AutoCAD SHX Text A. CONTRACTOR SHALL FIELD VERIFY ALL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER. B. ALL EXTERIOR WINDOWS ARE TO BE ALL EXTERIOR WINDOWS ARE TO BE TINTED. SEE GLAZING SPECIFICATIONS. C. NEW ROOF AREAS ARE TO MATCH NEW ROOF AREAS ARE TO MATCH EXISTING ROOF SYSTEM THAT IS INSTALLED ON OTHER FACILITIES. SEE APPENDIX A OF SPECIFICATIONS.
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AutoCAD SHX Text A
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AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text P
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AutoCAD SHX Text L
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AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O.
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AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
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AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text T
AutoCAD SHX Text
AGRICULTURE
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
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AutoCAD SHX Text I
AutoCAD SHX Text E
NOTES:
INSULATION
NOTES:
1/2" COVER BOARD
1/2" COVER BOARD
PARAPET DETAIL
A501
ROOF DETAIL
A501
WINDOW HEAD/JAMB DETAIL
A501
WINDOW SILL DETAIL
A501
GRAPHIC SCALE
GENERAL NOTES:
ROOF DETAIL
A501
ROOF DETAIL
A501
ROOF/GUTTER DETAIL
A501
AutoCAD SHX Text
METAL COPING CAP WITH RETAINER CLIP
AutoCAD SHX Text WOOD 2x BLOCKING
AutoCAD SHX Text
1" EIFS SYSTEM (BASIS OF DESIGN IS DRYVIT OUTSULATION SYSTEM)
AutoCAD SHX Text
15/32" EXTERIOR GRADE PLYWOOD SHEATHING (SEE STRUCTURAL)
AutoCAD SHX Text
GALV. STEEL SHEET ATTACHED TO METAL STUDS (SEE STRUCTURAL)
AutoCAD SHX Text
6" METAL STUDS WITH R19 BATT INSULATION (SEE STRUCTURAL FOR METAL STUD DESIGN)
AutoCAD SHX Text
60 MIL TPO MEMBRANE; INSTALL PER MANUFACTURER'S RECOMMENDATIONS
AutoCAD SHX Text
1/2" COVERBOARD
AutoCAD SHX Text
TAPERED POLYISO INSULATION, STAGGER INSULATION JOINTS
AutoCAD SHX Text
VAPOR BARRIER
AutoCAD SHX Text
6" JOIST…
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